CIVE205 2022F - Assignment 6

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Ah G Av E 60° 490 30 Bh B x F x D •METHOD OF JOINTS 20 N Tabulation of forces from Method of Joints: FORCE ACTING |МЕMBERS (N) NATURE DC EC DF GD

7:49 ll ? 1 Gmail h.w. 1.jpg A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Fig. Axial loads are applied at the positions indicated. If P 3000N and the cross sectional area of the rod is 325 mm2, determine the stress in each section, and total deformation of the road. E for steel is 200000 MPa, E for aluminum is 70000 MPa, E for bronze is 100000 MPa 4P Steel Bronże O | Aluminum PO D.9 ~回

Chapter 4, Problem 4/039 Multistep Determine the forces in members CD, CJ, and DJ. 6 panels at 2' M. L K J H B C D E F G L L L L L in

2. Please show your complete solution

What is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.

beam x from c-d

https://learn-u. Content Take Test: Tes. Join conversat. O Tes.. Join conversat. 17. Solve for Equilibrium, considering the concentrated load shown and the uniform weight of the beam w-20 #/ ft. 5000# R1 R2 8' 4 Chrome AAW MacBook Air 吕口 F3 F1 000 F2 F4 F7 @ $ 2 3

9:30 AM Ye LTEl [Template] A1. Autumn Semester 2022, B.Tech. (1") Due date: Wednesday, January 12, 2022 COI Q 5. Determine the resultant force on the Gusset Plate. F- 6 kN F-SAN 888 F,-4 kN 888 888 Q 6. Determine the Resultant force F- 300 N and coordinate directions of the resultant force 120 45° F - 500 N Q7. Determine the magnitude of the resultant force at A F- 840 N 6 m Fe-420 N 3 m m 3 m Q8 Determine the magnitude and 2m coordinate direction angles of the resultant force of the two forces acting on the sign at point A. Fe- 400N Fa-400 N 2 Teaching Assistant: Mr. Sumit Rajak Department of Civil Engineering National Institute of Technology, Srinagar, J&K CIT-100 Engineering Mechanics Autumn Semester 2022, B.Tech. (1) Assignment# 01 Instructor: Dr. Fayaz Ahmad Sofi Due date: Wednesday, January 12, 2022 Q 9. Determine the angle e between the two cables. Determine the projected component of the force F= 12 lb acting in the direction of cable AC. Express the result as a 10 ft B…

A built up section consists of S 150 x 26 and two channels C 380 x 74 having an I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Сотриче Compute OLUTION: Inertia Are a CIVIL ENGINEERING-STEEL DESIGN ; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A=9480 mm² d = 381 mm I=168 x 106 mm Tx = 133 mm Slenderness ratio: ly=4.6 x 106 mm x = 20.3 mm A=9480+3250 A = 12730 mm² of 7 = A = 3250 mm² 1₂= 10.8 x 10 mm Ly=0.952 x 106 mm X and y. -√√A 1₂=168 x 106 (2) +0.952 x 106 L=336.952 x 106 mm 123.54 x 106 12730 Y = 98.51 Properties of One S 150 x 26 Ty=22 mm t=18.2 mm 1,= 10.8 x 10+ [4.6 x 106 +9480(73.9)2] 2 18.2 1,= 123.54 x 106 d = 152 mm Tx=57.7 mm Ty = 17.1 mm C380x74 20.3 -73.9-73.9- (s 150x26 -152- 20.3 18.2

Determine principal  stress

Equation method1) equations between loads (shear and moment)2) diagram of shear and moment

This problem is about replacing the loading system acting on the beam shown below by a resultant force and a couple moment at acting at Point O. Oppfz 350 lb-ft 50pff ∙100th £40016 Determine: a) The resultant couple moment (MRO). Provide the direction of rotation (CW or CCW). b) The component of the resultant force in the x-direction (FRx). Provide the direction of the force. c) The component of the resultant force in the y-direction (FRY). Provide the direction of the force.

73% 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and C for this condition. +y 250lb -500lb 10' +x E -250lb 10'- 5'- Fig 4.3 FREE BODY DIAGRAM 250lb C -500lb 10 -250lb 10 tv A Aa W

7:47 59.0 :4G+ KB/S il ul 88 bartleby.com/solution- 14 = bartleby Q&A A 8 Engineering / Mechanical Engineeri... / Inte... / De... Determine the forces in memb... Textbook Problem Determine the forces in members AC and AD of the truss. D 4 kips 12 ft F 8 ft C. 4 ft B 10 ft -5 ft- Want to see the full answer

The question is in the picture. Thanks

Determine the force in each member of the truss shown by the method of joints. Show free body diagram and handwritten solution. Please make sure it is correct answer. Thank you!

Draw SFD and BMD for the cantilever beam subjectedto loading as shown below. 40KN 0.5m 300 20KN/m 0.7m A IPAL MAN 1m 1m Indpired by life

Draw sfd and bmd

6:10 20 I0 A elearning.jadara.edu.jo/t O MEDIA E 3m + 3 m 3 m Jigual For the truss shown below determine the force on each of the truss member and state whatever the members are in tension or compression (A: hinge support, B: roller support) P=50 kN © 2021 - Shakir A. Mrayyen ...

education.wiley.com/wa/U Special Exam - Module 1 Ở 01:13:23 Question 3 of 10 -/10 E View Policies Current Attempt in Progress The two bars are used to support load P. When unloaded, joint Bhas coordinates (0,0). After load Pis applied, joint 8 moves to the coordinate position (-0.59 in. 0.19 in). Assume a15 ft, b-30 ft,c-10 ft, and d- 20 ft. Determine the normal strain in each bar. (2) (1) Answer: EA Epc Attempts: 0 of 1 used Submit Awer Save fur Latet Activate Windows Goto Sen to ectivte Witon 131 pm

I WILL UPVOTE IF ORIGINAL WORK ASAP

Moment of Inertia of the steel beam in mm4   Hint: I = bh3 + Ad2

Compute the maximum shear stress

Please answer this with in 30 mins to get a thumbs up! show neat and clean work thank you .

can you check if my answers are correct? thank you!

3. A plate is held against a horizontal water jet in the horizontal plane as shown. The jet has a diameter of 30 mm and an unknown velocity. A force of 200 N is required to hold the plate in the position. Determine the velocity of flow of the jet just before it hits the plate. What is the discharge? OP W F5 F6 F7 F8 DELL F9 E 200 N F10 F12 PrtScn SysRq Scroll Lock Pause Break

Results and Discussion

Homework 8: A (20°C) a rigid beam in placed upon the rods shown in figure: Determine the magnitude of uniformly distributed load w (kN/m) so that beam remains horizontal when temperature of steel becomes to (100°C). 1 Steel As 1000mm2, a, = 12 * 10-6 , E, = 200GPA, L = 500mm %3D °C Aluminum Aal 1500mm2, aat = 23 * 10-6 , Eal = 70GPA, L = 300mm %3| Rigid beam w (kN /m) A steel Aluminum 3m 3m

inal exam (outside) تحليل انشاءات 2 نظري Q1 analyze the frame shown below using force method assume A,B and C are pin supports Q2 find the stiffness matrix for the beam AC 6 kN/m 10m 10m D 10m B 7 i B I ☑ $ Xz